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A method of construction of underground structures in the area of ​​urban development

机译:一种城市开发区地下结构的施工方法

摘要

FIELD: building, particularly underground structures.;SUBSTANCE: method involves arranging geotechnical barrier in ground between foundation of existent building and underground structure to be built along with embedding thereof for design depth; building walls and bottom of underground structure. Geotechnical barrier is formed by introducing injectors in ground on the path of deflected mode change wave propagation in ground and by injecting cement mix up to obtaining Kr ≥ 0.5, where Kr is relaxation coefficient equal to ratio of terminal ground pressure after relaxation to maximal injection cement mix pressure. Walls and bottom are built under the deflected mode control. When deflected mode value changes cement mix is fed to recover deflected mode value in ground.;EFFECT: prevention of ground deflected mode change under building foundation during underground structure erection.;1 dwg
机译:领域:该方法涉及在现有建筑物的基础和要建造的地下结构之间的地面中布置岩土屏障,并将其埋入设计深度;建筑墙壁和地下结构的底部。岩土屏障是通过在偏转模式变化波在地面中传播的路径上将注入器引入地面并注入水泥混合物以获得Kr&ge来形成的。 0.5,其中Kr是松弛系数,等于松弛后的最终地面压力与最大注入水泥混合压力的比值。墙和底部在偏转模式控制下构建。当挠度模态值变化时,水泥混合物被喂入以恢复地面的挠度模态值。效果:防止地下结构安装过程中建筑物基础下地面挠度模态的变化。1dwg

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